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A Coupled FE and Scaled Boundary FE-Approach for the Earthquake Response Analysis of Arch Dam-Reservoir-Foundation System

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Indexed by:会议论文

Date of Publication:2010-07-19

Included Journals:EI、CPCI-S、Scopus

Volume:10

Issue:1

Abstract:For efficient and accurate modelling of arch dam-reservoir-foundation system a coupled Finite Element method (FEM) and Scaled Boundary Finite Element method (SBFEM) is developed. Both the dam-foundation interaction and the dam-reservoir interaction including the effect of reservoir boundary absorption are taken into account. The arch dam is modelled by FEM, while the reservoir domain and the unbounded foundation are modelled by SBFEM. In order to make comparison with the results available in the literature, the Morrow Point arch dam is selected for numerical analysis. The analyses are carried out in the frequency domain, and then the time-domain response of the dam-reservoir-foundation system is obtained by Inverse Fourier Transform.

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